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《Surveying and Mapping of Geology and Mineral Resources》 2008-03
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Study for GPS Height Difference Interpolation Based on Remove-Store Method

LIAO Zhong-shi1,GONG Li-xin2(1.Quality Detection Center of Municipal Engineering and Park Engineering of Guangzhou,Guangzhou Guangdong 510410,China;2.Third Co.Ltd.of Architectural Engineering of Ganzhou,Ganzhou Jiangxi 341000,China)  
The basic principle and algorithm of GPS height difference transformation is discussed in this paper.The application of remove-store method to GPS height differences transform is introduced.Finally some special cases in line shaped railway GPS height differences interpolation are calculated,the results show that the transform method based on remove-store method can improve the precision of height difference transform and have the better practical value.
【CateGory Index】: P228.4
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Chinese Journal Full-text Database 3 Hits
1 ZHANG Xing fu, SHEN Yun zhong, ZHOU Quan ji;The Estimate Method of the Accuracy Of GPS Height Abnormity Interpolation[J];Bulletin of Surveying and Mapping;2003-08
2 LU Bai xiang, CEN Min yi, LU Jian kang;A New Method of GPS Height Transformation[J];Bulletin of Surveying and Mapping;2003-10
3 WU Liang-cai~(1,2),HU Zheng-qi~1 (1.China University of Mining and Technology, Beijing 100083,China; 2. Department of Surveying, East China Institute of Technology, Fuzhou 344000,China);Conversion Method of GPS Height and Calculation of Normal Height[J];Journal of Institute of Surveying and Mapping;2004-04
Chinese Journal Full-text Database 10 Hits
1 YAN Zhi-gang, ZHANG Xing-fu (1.Survey Branch of the 1st Company L.td of the MBEC, Zhengzhou 450053,China 2.Department of surveying and geomatics,Tongji Universty, Shanghai 200092,China);The GPS-RTK Height Surveying Based on Coordinate Transformation and Result Validation[J];Beijing Surveying and Mapping;2006-02
2 LIAO Zhong-shi1,GONG Li-xin2 (1.The Engineering Municipal And Park Testing Center of Guangzhou,Guangzhou Guangdong 510410,China);The Study of GPS Height Difference Interpolation based on Remove-restore Method[J];Beijing Surveying and Mapping;2008-04
3 WANG Zhen-yi;The Application of the Accuracy Quasi-geodic Surface Technique on the Surverying of Underground Pipeline[J];Beijing Surveying and Mapping;2009-04
4 LI Zu-feng,JU Tian-li,ZHANG Cheng-zeng,MIAO Zhi-xuan(Engineering Investigation Research Institute of Northwest Hydro Consulting Engineers,Lanzhou 730050,China);Calculation of normal GPS height based on height fitting residual of gravity field model[J];Engineering of Surveying and Mapping;2010-04
5 GUO Jian-dong,MAO Ai-quan,YIN Zhong(Jiansu Institute of Surveying and Mapping of Geology,Nanjing,Jiangsu 210008,China);RTK Survey and Accuracy Test[J];Science of Surveying and Mapping;2006-03
6 WU Xiao-ping(Institute of Surveying and Mapping,PLA information engineering university,Zhengzhou 450052,China);Title definition of quasi-geoid and some questions encountered in airborne gravimetry[J];Science of Surveying and Mapping;2006-06
7 YIN Ai-ming,ZHANG Chu(Changjiang Waterway Survey(Wuhan) Center,Wuhan 430010,China);Research on GPS height conversion by BP neural network[J];Science of Surveying and Mapping;2008-06
8 FENG Lin-gang, YANG Run-fu, LI Sheng;EGM96 Based GPS Height Transform Method[J];Bulletin of Surveying and Mapping;2006-03
9 ZHU Zi-yang,SHI Yi-min,HUANG Zhan-bang;Research on Closure Tolerance of Trigonometric Leveling Traverse Taken Two GPS Leveling Points as Initial Points[J];Bulletin of Surveying and Mapping;2006-06
10 Wang WenQing1,Liu XuanXi2(1.China Railway Shanghai Design Institute Group,Shanghai 200063,China;2.Anqing Institute of Prospecting and Mapping,Anhui Anqing 246000,China);The Research of Substituting GPS Leveling for the Fourth-Grade Leveling in a Mountain Area[J];Urban Geotechnical Investigation & Surveying;2008-04
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 YANG Ming qing 1, JIN Fan 2, ZHU Da cheng 1, CHEN Xian chun 1 (1. Sichuan Bureau for Surveying and Mapping, Chengdu,Sichuang, 610081; 2. Southwest Jiaotong University, Chengdu,Sichuang, 610031);Conversion of GPS Height by Artifical Neural Network Method[J];ACTA GEODAETICA ET CARTOGRAPHIC SINICA;1999-04
2 HU Wu-sheng 1, HUA Xi-sheng 2 , ZHANG Zhi-wei 1 (1. College of Traffic and Transportation Engineering, Southeast University, Nanjing 210096, China; 2. College of Civil Engineering, Hehai University, Nanjing 210098, China);Conversion of GPS Height in Plainness Area by the CF&NNM Method[J];Acta Geodaetica Et Cartographic Sinica;2002-02
3 Tao Benzao (Wuhan Technical University of Surveying and Mapping, Wuhan, 430070);The Principle and Calculation Method of GPS Height Surveying[J];SURVEYING AND MAPPING OF GEOLOGY AND MINERAL RESOURCES;1998-01
4 Shen Yunzhong;A Fitting Method for Systematic Error Reduction in Elevation Anomaly[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1998-02
5 Shen Yunzhong;Liu Dajie;Zhou Quanji;Li Wenquan(Department of Surveying, Tougji University,Shanghai,200092)(Third Survey and Design Institute of RailWay Ministry, Tianjin, 3000251);GPS Normal Height Calculation Model of Railway Aerial Picture Control Points[J];JOURNAL OF TONGJI UNIVERSITY;1996-04
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